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Amsterdam (The Netherlands) and Ghent (Belgium)
Karel Van den Berghe Planning the Port City A Contribution to and Application of the Relational Approach, Based on Five Case Studies in Amsterdam (The Netherlands) and Ghent (Belgium) De havenstad plannen. Een bijdrage tot en toepassing van de relationele aanpak, gebaseerd op vijf casestudies in Amsterdam (Nederland) en Gent (België) Planning the Port City. A Contribution to and Application of the Relational Approach, Based on Five Case Studies in Amsterdam (The Netherlands) and Ghent (Belgium) Karel Van den Berghe Promotoren: prof. dr. ir. L. Boelens, dr. W. Jacobs Proefschrift ingediend tot het behalen van de graad van Doctor in de stedenbouw en de ruimtelijke planning Vakgroep Civiele Techniek Voorzitter: prof. dr. ir. P. Troch Faculteit Ingenieurswetenschappen en Architectuur Academiejaar 2018 - 2019 De havenstad plannen. Een bijdrage tot en toepassing van de relationele aanpak, gebaseerd op vijf casestudies in Amsterdam (Nederland) en Gent (België) Planning the Port City. A Contribution to and Application of the Relational Approach, Based on Five Case Studies in Amsterdam (The Netherlands) and Ghent (Belgium) Karel Van den Berghe Promotoren: prof. dr. ir. L. Boelens, dr. W. Jacobs Proefschrift ingediend tot het behalen van de graad van Doctor in de stedenbouw en de ruimtelijke planning Vakgroep Civiele Techniek Voorzitter: prof. dr. ir. P. Troch Faculteit Ingenieurswetenschappen en Architectuur Academiejaar 2018 - 2019 ISBN 978-94-6355-153-3 NUR 903, 905 Wettelijk depot: D/2018/10.500/71 Supervisors Prof. dr. ir. Luuk Boelens, Ghent University EA Dr. Wouter Jacobs, Erasmus University Rotterdam Members of the Examination Board Prof. dr. ir. Luc Taerwe (former dean), Ghent University EA (chair) Prof. -
Instructions for Preparation of Camera-Ready Abstract
Coastal Dynamics 2017 Paper No. 206 COASTAL MAINTENANCE AND MANAGEMENT OF THE “VOORDELTA”, THE CONTIGUOUS EBB-TIDAL DELTAS IN THE SW NETHERLANDS Marian Lazar1, Edwin Elias2 and Ad van der Spek3 Abstract The extensive coastal protection works in the southwest of the Netherlands (the Voordelta) reflect various stages of coastal management. In the early years, decades even centuries prior to 1950, hard structures (e.g. groins, seawalls) were used to counteract coastal erosion ‘No land shall be lost to the sea’. Hard structures protecting nearly the entire coastline have proven successful in reducing, but not completely eliminating, the coastal erosion. A catastrophic flood (in 1953) triggered the building of closure dams in 3 of the 4 estuaries ‘Hold the line’. The effects of these dams continue to dominate the larger-scale morphodynamic behavior until today. Through Dynamic Preservation the coastline is now successfully maintained using nourishments as a primary tool. Channel-slope nourishments have proven successful in sustaining the coasts adjacent to large tidal channels. The lessons learned, from the well- documented changes and interventions in the Voordelta, contribute to an improved understanding of the functioning and effects of coastal protection works and strategies. Key words: Coastal Management, morphodynamics, nourishments, coasts and climate 1. Introduction “Luctor et Emergo; I struggle and I emerge’ is a clear reflection of the long-lasting battle between the Dutch living in the southwest of the Netherlands and the sea. As in many similar places around the world, the coast and estuaries which form the southwest of the Netherlands have been attractive for human settlement. -
Vnsc-Vouwfolder-Eng.Pdf
What is Working together on a vital the Scheldt Scheldt estuary estuary? The Scheldt is indispensable to the economy of Flanders and An estuary is a river mouth the Netherlands. It is also home to precious European protected subject to the influence nature reserves. But the Scheldt also brings risks such as flooding. of tides, containing a mix Reasons enough for Flanders and the Netherlands to jointly work of fresh and salt water. on policy for and management of the Scheldt estuary, and to The Scheldt estuary is the www.vnsc.eu jointly address the opportunities and challenges in the Flemish- part of the Scheldt subject Dutch Scheldt Commission. Because water knows no borders. to tides. This part of the river extends to Ghent via Antwerp. FLEMISH-DUTCH cheldt COMMISSION What is the VNSC? The Flemish-Dutch Scheldt Commission ( Vlaams-Nederlandse Scheldecommissie, VNSC) is a partnership between the Netherlands and Flanders for jointly managing the Scheldt estuary. The conditions for this were established in 2005 in several Scheldt Treaties. The VNSC started when these treaties entered into force in 2008. Flemish-Dutch Organisation What does the VNSC do? Scheldt Commission MAILING ADDRESS The Flemish and Dutch governments are represented in the VNSC. In the VNSC, Flanders and the Netherlands work together on a PO Box 299 The Scheldt Council is the formal advisory body. strong and dynamic Scheldt estuary. Joint policy and management 4600 AG Bergen op Zoom focuses primarily on: VISITOR ADDRESS Jacob Obrechtlaan 3 + The Policy Board is formed of the ministers of the Dutch Ministry 4611 AP Bergen op Zoom of Infrastructure and the Environment, and the Flemish Ministry of + maximum protection against floods; Mobility and Public Works. -
Embedding Spatial Quality: the Case of National Canals in the Netherlands
Embedding Spatial Quality: the case of national canals in the Netherlands G.H.L.M. Franssen May 2013 Embedding Spatial Quality: the case of national canals in the Netherlands A thesis Submitted in Partial Fulfilment of the Requirements for the degree of Master of Science At Wageningen University, Department of Land Use Planning LUP-80436 Author Gaston Franssen Supervision Dr. Ir. R. (Raoul) Beunen J.W. (Jan-Willem) de Jager Assistant-professor, Wageningen University Senior Advisor Spatial Quality & Area-based Development, Rijkswaterstaat Examination Prof. Dr. Ir. A. (Adri) van den Brink Dr. Ir. R. (Raoul) Beunen Professor, Wageningen University Assistant-professor, Wageningen University G.H.L.M. Franssen Acknowledgements There are many people without whom this thesis could not have been written. I am gratefully indebted. To my supervisor at Wageningen University, Raoul Beunen, for including me in his tight schedule. I would also like to show my appreciation for his constructive feedback. Without his guidance this thesis would not have been possible. To Rijkswaterstaat, above all, Jan-Willem de Jager, whose activities demonstrated me that there is a lot of work to do in order to be able to successfully connect spatial quality to canals. His widely- spread expertise is well-known amongst people who I have talked to, from Maastricht to Leeuwarden. Due to many years of experience, Mr. de Jager has become one of the driving forces within Rijkswaterstaat, advocating the inclusion of spatial quality projects. I would also like to thank my direct co-workers at Rijkswaterstaat; Eli Gehasse, Inez ‘t Hart and John Weebers for their support and assistance. -
Reliability Analysis of Flood Sea Defence Structures and Systems APPENDICES 1 to 5
Integrated Flood Risk Analysis and Management Methodologies Reliability Analysis of Flood Sea Defence Structures and Systems APPENDICES 1 TO 5 Date April 2008 Report Number T07-08-02 Revision Number 1_2_P01 Deliverable Number: D7.1 Due date for deliverable: February 2008 Actual submission date: April 2008 Task Leader 12 FLOODsite is co-funded by the European Community Sixth Framework Programme for European Research and Technological Development (2002-2006) FLOODsite is an Integrated Project in the Global Change and Eco-systems Sub-Priority Start date March 2004, duration 5 Years Document Dissemination Level PU Public PU PP Restricted to other programme participants (including the Commission Services) RE Restricted to a group specified by the consortium (including the Commission Services) CO Confidential, only for members of the consortium (including the Commission Services) Co-ordinator: HR Wallingford, UK Project Contract No: GOCE-CT-2004-505420 Pro ject website: www.floodsite.net DOCUMENT INFORMATION Reliability Analysis of Flood Sea Defence Structures and Systems Title Appendices 1 to 5 Lead Author Pieter van Gelder TUD Foekje Buijs, Cong Mai Van, Wouter ter Horst, Wim Kanning, Mohammad Nejad, Sayan Gupta, Reza Shams, Noel van Erp Contributors HRW Ben Gouldby, Greer Kingston, Paul Sayers, Martin Wills LWI Andreas Kortenhaus, Hans-Jörg Lambrecht Distribution Public Document Reference T 0 7 -08-01 Appendix DOCUMENT HISTORY Date Revision Prepared by Organisation Approved by Notes 01/01/08 1.1.p12 P. van Gelder TUD 01/04/08 1.1.p12 C. Mai Van TUD 09//04/08 1.1p12 P. van Gelder TUD Corrupted Word version replaced 10/04/08 1.2P01 Paul Samuels HR Wallingford Formatted as a deliverable ACKNOWLEDGEMENT The work described in this publication was supported by the European Community’s Sixth Framework Programme through the grant to the budget of the Integrated Project FLOODsite, Contract GOCE-CT-2004-505420.